Bridge Statistics for Sterling Heights, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 82Number of bridges
- 715ft / 218mTotal length
- $969,000Total costs
- 2,831,203Total average daily traffic
- 90,272Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sterling Heights
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 221960-1969
- 191970-1979
- 101980-1989
- 201990-1999
- 82000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 71990-1999
- 82000-2009
- Bridge Condition - Deck
- 12.8%Very good
- 55.3%Good
- 23.4%Satisfactory
- 6.4%Fair
- 2.1%Serious
- Bridge Condition - Superstructure
- 25.5%Very good
- 38.3%Good
- 27.7%Satisfactory
- 6.4%Fair
- 2.1%Serious
- Bridge Condition - Substructure
- 12.8%Very good
- 53.2%Good
- 27.7%Satisfactory
- 4.3%Fair
- 2.1%Poor
- Bridge Condition - Channel
- 20.5%Very good
- 34.1%Good
- 25.0%Satisfactory
- 9.1%Fair
- 6.8%Poor
- 4.5%Serious
- Bridge Condition - Culverts
- 5.9%Excellent
- 23.5%Very good
- 58.8%Good
- 11.8%Satisfactory
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Structure Number: 625, Location: 1.5 MI W OF BAY CITY (Lat: 43.606019, Lng: -83.948044), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 18,568 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 46,919 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.362, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 625, Location: 1.5 MI W OF BAY CITY (Lat: 43.606019, Lng: -83.948044), Route carried "on" structure: Interstate 75, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 18,568 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 46,919 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.362, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 643, Location: 3.0 MI N OF PINCONNING (Lat: 43.897031, Lng: -84.019861), Route carried "on" structure: Interstate 75, Year Built: 1968, Year Reconstructed: 2011, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,605 (year 2030), Design Load: HS 20+Mod, Features Intersected: WHITE FEATHER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 43.961, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 643, Location: 3.0 MI N OF PINCONNING (Lat: 43.897031, Lng: -84.019861), Route carried "on" structure: Interstate 75, Year Built: 1968, Year Reconstructed: 2011, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,605 (year 2030), Design Load: HS 20+Mod, Features Intersected: WHITE FEATHER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 43.961, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6007, Location: 3.2 MI S OF M-59 (Lat: 42.583628, Lng: -83.030236), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 30,475 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 35,046 (year 2032), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6007, Location: 3.2 MI S OF M-59 (Lat: 42.583628, Lng: -83.030236), Route carried "on" structure: State highway 53, Year Built: 1964, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 30,475 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 35,046 (year 2032), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6008, Location: 3.2 MI S OF M-59 (Lat: 42.583647, Lng: -83.030600), Route carried "on" structure: State highway 53, Year Built: 1988, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 30,475 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 35,046 (year 2032), Design Load: HS 25 or greater, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.953, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6008, Location: 3.2 MI S OF M-59 (Lat: 42.583647, Lng: -83.030600), Route carried "on" structure: State highway 53, Year Built: 1988, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 30,475 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 35,046 (year 2032), Design Load: HS 25 or greater, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.953, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6009, Location: 1.6 MI S OF M-59 (Lat: 42.604136, Lng: -83.020472), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.626, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6009, Location: 1.6 MI S OF M-59 (Lat: 42.604136, Lng: -83.020472), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.626, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 601, Location: 1.6 MI S OF M-59 (Lat: 42.603961, Lng: -83.020197), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 62,178 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.570, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 601, Location: 1.6 MI S OF M-59 (Lat: 42.603961, Lng: -83.020197), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 62,178 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.570, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6011, Location: 1.9 MI S OF M-59 (Lat: 42.602722, Lng: -83.023369), Route carried "on" structure: State highway 53, Year Built: 1963, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6011, Location: 1.9 MI S OF M-59 (Lat: 42.602722, Lng: -83.023369), Route carried "on" structure: State highway 53, Year Built: 1963, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6012, Location: 1.2 MI S OF M-59 (Lat: 42.605950, Lng: -83.016161), Route carried "on" structure: City street 2058, Year Built: 1966, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 2,850 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 2,850 (year 2015), Design Load: H 15, Features Intersected: M-53, Facility Carried by Structure: CLINTON RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.348, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6012, Location: 1.2 MI S OF M-59 (Lat: 42.605950, Lng: -83.016161), Route carried "on" structure: City street 2058, Year Built: 1966, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 2,850 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 2,850 (year 2015), Design Load: H 15, Features Intersected: M-53, Facility Carried by Structure: CLINTON RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.348, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6013, Location: 0.4 MI S OF M-59 (Lat: 42.619911, Lng: -83.012564), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.634, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $918,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6013, Location: 0.4 MI S OF M-59 (Lat: 42.619911, Lng: -83.012564), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.634, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $918,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6016, Location: 1.0 MI S OF M-59 (Lat: 42.609875, Lng: -83.013458), Route carried "on" structure: State highway 53, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6016, Location: 1.0 MI S OF M-59 (Lat: 42.609875, Lng: -83.013458), Route carried "on" structure: State highway 53, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.500, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 81, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6017, Location: 1.0 MI S OF M-59 (Lat: 42.609878, Lng: -83.012983), Route carried "on" structure: State highway 53, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.484, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6017, Location: 1.0 MI S OF M-59 (Lat: 42.609878, Lng: -83.012983), Route carried "on" structure: State highway 53, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: 19 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.484, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6018, Location: 1.9 MI S OF M-59 (Lat: 42.602511, Lng: -83.023167), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.278, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6018, Location: 1.9 MI S OF M-59 (Lat: 42.602511, Lng: -83.023167), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: UTICA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.278, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6019, Location: 0.4 MI S OF M-59 (Lat: 42.619819, Lng: -83.012206), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.604, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $894,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6019, Location: 0.4 MI S OF M-59 (Lat: 42.619819, Lng: -83.012206), Route carried "on" structure: State highway 53, Year Built: 1966, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 26,797 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,002 (year 2018), Design Load: HS 20, Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.604, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 421, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $894,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 605, Location: 3.1 MI EAST OF M-53 (Lat: 42.628253, Lng: -82.951917), Route carried "on" structure: State highway 59, Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 40,518 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 48,734 (year 2018), Design Load: HS 25 or greater, Features Intersected: GLOEDE DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.568, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Out-to-Out Width: 48.8m (160.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 605, Location: 3.1 MI EAST OF M-53 (Lat: 42.628253, Lng: -82.951917), Route carried "on" structure: State highway 59, Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 40,518 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 48,734 (year 2018), Design Load: HS 25 or greater, Features Intersected: GLOEDE DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.568, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Out-to-Out Width: 48.8m (160.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6057, Location: @ OAKLAND COUNTY LINE (Lat: 42.625342, Lng: -83.091494), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: DEQUINDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6057, Location: @ OAKLAND COUNTY LINE (Lat: 42.625342, Lng: -83.091494), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: DEQUINDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $110,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6059, Location: 1.5 MI W OF UTICA (Lat: 42.624206, Lng: -83.071772), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6059, Location: 1.5 MI W OF UTICA (Lat: 42.624206, Lng: -83.071772), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 64.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $402,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 606, Location: 1.5 MI W OF UTICA (Lat: 42.624461, Lng: -83.071786), Route carried "on" structure: State highway 59, Year Built: 1971, Year Reconstructed: 2009, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 25 or greater, Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.627, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $101,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606, Location: 1.5 MI W OF UTICA (Lat: 42.624461, Lng: -83.071786), Route carried "on" structure: State highway 59, Year Built: 1971, Year Reconstructed: 2009, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 25 or greater, Features Intersected: RYAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.627, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $101,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6061, Location: 0.5 MI. WEST OF UTICA (Lat: 42.624667, Lng: -83.054361), Route carried "on" structure: City street 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 9,775 (year 2014), Design Load: HS 20, Features Intersected: M-59, Facility Carried by Structure: U TRN W/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.042, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6061, Location: 0.5 MI. WEST OF UTICA (Lat: 42.624667, Lng: -83.054361), Route carried "on" structure: City street 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 9,775 (year 2014), Design Load: HS 20, Features Intersected: M-59, Facility Carried by Structure: U TRN W/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.042, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6062, Location: 0.5 MI. WEST OF UTICA (Lat: 42.624725, Lng: -83.052306), Route carried "on" structure: County highway 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,100 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2010), Design Load: HS 25 or greater, Features Intersected: M-59, Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.046, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6062, Location: 0.5 MI. WEST OF UTICA (Lat: 42.624725, Lng: -83.052306), Route carried "on" structure: County highway 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,100 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 11,100 (year 2010), Design Load: HS 25 or greater, Features Intersected: M-59, Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.046, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6063, Location: 0.5 MI. WEST UTICA (Lat: 42.624731, Lng: -83.051875), Route carried "on" structure: County highway 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,100 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 11,100 (year 2010), Design Load: HS 25 or greater, Features Intersected: M-59, Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.667, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6063, Location: 0.5 MI. WEST UTICA (Lat: 42.624731, Lng: -83.051875), Route carried "on" structure: County highway 2058, Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,100 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 11,100 (year 2010), Design Load: HS 25 or greater, Features Intersected: M-59, Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.667, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6064, Location: @ OAKLAND COUNTY LINE (Lat: 42.625597, Lng: -83.091508), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: DEQUINDRE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $583,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6064, Location: @ OAKLAND COUNTY LINE (Lat: 42.625597, Lng: -83.091508), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 2009, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 44,118 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 63,110 (year 2035), Design Load: HS 20, Features Intersected: DEQUINDRE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $583,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6065, Location: 0.5 MI, WEST OF UTICA (Lat: 42.624942, Lng: -83.049861), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 8,700 (year 2000), Design Load: HS 20, Features Intersected: M-59, Facility Carried by Structure: U TRN E/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6065, Location: 0.5 MI, WEST OF UTICA (Lat: 42.624942, Lng: -83.049861), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 8,700 (year 2000), Design Load: HS 20, Features Intersected: M-59, Facility Carried by Structure: U TRN E/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6187, Location: 0.3 MI W OF VAN DYKE (Lat: 42.536492, Lng: -83.035686), Route carried "on" structure: County highway 2058, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 27,068 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 29,908 (year 2030), Design Load: HS 20, Features Intersected: BIG BEAVER CREEK, Facility Carried by Structure: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.635, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6187, Location: 0.3 MI W OF VAN DYKE (Lat: 42.536492, Lng: -83.035686), Route carried "on" structure: County highway 2058, Year Built: 1973, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 27,068 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 29,908 (year 2030), Design Load: HS 20, Features Intersected: BIG BEAVER CREEK, Facility Carried by Structure: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.635, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6188, Location: 310 FT W OF HOOVER RD (Lat: 42.537303, Lng: -83.006069), Route carried "on" structure: County highway 2058, Year Built: 2009, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 17,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,300 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: 14 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.200, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6188, Location: 310 FT W OF HOOVER RD (Lat: 42.537303, Lng: -83.006069), Route carried "on" structure: County highway 2058, Year Built: 2009, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 17,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,300 (year 2041), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: 14 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.200, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6194, Location: 0.5 MI WEST OF VAN DYKE (Lat: 42.565217, Lng: -83.039358), Route carried "on" structure: County highway 2058, Year Built: 1982, Year Reconstructed: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 51,760 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 76,915 (year 2031), Design Load: HS 25 or greater, Features Intersected: CONRAIL RAILROAD, Facility Carried by Structure: METROPOLITAN PKWY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.190, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 80, Subroute: 2), Owner: County Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 6194, Location: 0.5 MI WEST OF VAN DYKE (Lat: 42.565217, Lng: -83.039358), Route carried "on" structure: County highway 2058, Year Built: 1982, Year Reconstructed: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 51,760 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 76,915 (year 2031), Design Load: HS 25 or greater, Features Intersected: CONRAIL RAILROAD, Facility Carried by Structure: METROPOLITAN PKWY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.190, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 80, Subroute: 2), Owner: County Highway Agency, Approaching Roadway Width: 34.0m (111.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6195, Location: 0.1 MI WEST OF UTICA RD (Lat: 42.566442, Lng: -82.970856), Route carried "on" structure: County highway 2058, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,230 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 24,556 (year 2031), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: EB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.697, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 8), Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6195, Location: 0.1 MI WEST OF UTICA RD (Lat: 42.566442, Lng: -82.970856), Route carried "on" structure: County highway 2058, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,230 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 24,556 (year 2031), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: EB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.697, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 8), Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6203, Location: 0.3 MI EAST OF DEQUINDRE (Lat: 42.593267, Lng: -83.082353), Route carried "on" structure: County highway 2058, Year Built: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,030 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 29,551 (year 2030), Design Load: HS 25 or greater, Features Intersected: GIBSON DRAIN, Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.620, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 6203, Location: 0.3 MI EAST OF DEQUINDRE (Lat: 42.593267, Lng: -83.082353), Route carried "on" structure: County highway 2058, Year Built: 1985, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,030 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 29,551 (year 2030), Design Load: HS 25 or greater, Features Intersected: GIBSON DRAIN, Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.620, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 80, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 6204, Location: 0.3 MI EAST OF MOUND RD (Lat: 42.594525, Lng: -83.043747), Route carried "on" structure: County highway 2058, Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,350 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 23,370 (year 2027), Design Load: HS 20, Features Intersected: PLUMBROOK DRAIN, Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.790, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6204, Location: 0.3 MI EAST OF MOUND RD (Lat: 42.594525, Lng: -83.043747), Route carried "on" structure: County highway 2058, Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,350 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 23,370 (year 2027), Design Load: HS 20, Features Intersected: PLUMBROOK DRAIN, Facility Carried by Structure: 18 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.790, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 80, Subroute: 7), Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6206, Location: 418 FT WEST OF GARFIELD (Lat: 42.642136, Lng: -82.957925), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 20,610 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,762 (year 2028), Design Load: HS 20, Features Intersected: SALT SLANG GLOEDE DRAIN, Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6206, Location: 418 FT WEST OF GARFIELD (Lat: 42.642136, Lng: -82.957925), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 20,610 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,762 (year 2028), Design Load: HS 20, Features Intersected: SALT SLANG GLOEDE DRAIN, Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.637, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Serious, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6207, Location: 0.5 MI EAST OF HAYES ROAD (Lat: 42.641964, Lng: -82.965228), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,610 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,762 (year 2028), Design Load: H 20, Features Intersected: LEWIS DRAIN, Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.038, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 6207, Location: 0.5 MI EAST OF HAYES ROAD (Lat: 42.641964, Lng: -82.965228), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,610 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,762 (year 2028), Design Load: H 20, Features Intersected: LEWIS DRAIN, Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.038, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 6208, Location: 0.1MI EAST OF ROMEO PLANK (Lat: 42.671964, Lng: -82.939547), Route carried "on" structure: County highway 5050, Year Built: 2006, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 15,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 25,159 (year 2028), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR CLINTON RIVER, Facility Carried by Structure: 23 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.940, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 80, Subroute: 6), Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 6208, Location: 0.1MI EAST OF ROMEO PLANK (Lat: 42.671964, Lng: -82.939547), Route carried "on" structure: County highway 5050, Year Built: 2006, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 15,350 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 25,159 (year 2028), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR CLINTON RIVER, Facility Carried by Structure: 23 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.940, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 80, Subroute: 6), Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 6243, Location: 0.5 MI NORTH OF 15 MILE (Lat: 42.558633, Lng: -83.049089), Route carried "on" structure: County highway 2058, Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 61,212 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 82,453 (year 2026), Design Load: H 20, Features Intersected: STERLING RELIEF DRAIN, Facility Carried by Structure: MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.438, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 49.1m (161.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Out-to-Out Width: 76.8m (252.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 6243, Location: 0.5 MI NORTH OF 15 MILE (Lat: 42.558633, Lng: -83.049089), Route carried "on" structure: County highway 2058, Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 61,212 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 82,453 (year 2026), Design Load: H 20, Features Intersected: STERLING RELIEF DRAIN, Facility Carried by Structure: MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.438, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 49.1m (161.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Out-to-Out Width: 76.8m (252.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 6244, Location: 0.3 MI N OF 18 MILE RD (Lat: 42.597681, Lng: -83.050581), Route carried "on" structure: County highway 2058, Year Built: 1992, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 18,170 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,167 (year 2030), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.662, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6244, Location: 0.3 MI N OF 18 MILE RD (Lat: 42.597681, Lng: -83.050581), Route carried "on" structure: County highway 2058, Year Built: 1992, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 18,170 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,167 (year 2030), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.662, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6245, Location: 0.3 MI N OF 18 MILE RD. (Lat: 42.597758, Lng: -83.050972), Route carried "on" structure: County highway 2058, Year Built: 1991, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 16,870 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 20,581 (year 2030), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.043, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6245, Location: 0.3 MI N OF 18 MILE RD. (Lat: 42.597758, Lng: -83.050972), Route carried "on" structure: County highway 2058, Year Built: 1991, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 16,870 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 20,581 (year 2030), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.043, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 81, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6246, Location: 0.3 MI SOUTH OF M-59 (Lat: 42.620272, Lng: -83.032142), Route carried "on" structure: County highway 2058, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 21,599 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 29,091 (year 2032), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: VAN DYKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.136, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6246, Location: 0.3 MI SOUTH OF M-59 (Lat: 42.620272, Lng: -83.032142), Route carried "on" structure: County highway 2058, Year Built: 1971, Year Reconstructed: 2012, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 21,599 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 29,091 (year 2032), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: VAN DYKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.136, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6249, Location: 0.2 MI S OF 15 MILE RD (Lat: 42.549503, Lng: -82.989625), Route carried "on" structure: County highway 2058, Year Built: 1978, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 33,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,300 (year 2040), Design Load: HS 20, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.164, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6249, Location: 0.2 MI S OF 15 MILE RD (Lat: 42.549503, Lng: -82.989625), Route carried "on" structure: County highway 2058, Year Built: 1978, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 33,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,300 (year 2040), Design Load: HS 20, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.164, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 625, Location: 0.6 MI N OF METRO PKWY (Lat: 42.572481, Lng: -82.990100), Route carried "on" structure: County highway 2058, Year Built: 1991, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,181 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,490 (year 2027), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: SB SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.143, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 192, Subroute: 1), Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 625, Location: 0.6 MI N OF METRO PKWY (Lat: 42.572481, Lng: -82.990100), Route carried "on" structure: County highway 2058, Year Built: 1991, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 18,181 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,490 (year 2027), Design Load: HS 25 or greater, Features Intersected: PLUM BROOK DRAIN, Facility Carried by Structure: SB SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.143, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 192, Subroute: 1), Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6251, Location: 0.5 MI S OF 16 MILE RD (Lat: 42.560147, Lng: -82.987750), Route carried "on" structure: County highway 2058, Year Built: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 29,860 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 40,221 (year 2032), Design Load: HS 20, Features Intersected: STERLING RELIEF DRAIN, Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.349, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 6251, Location: 0.5 MI S OF 16 MILE RD (Lat: 42.560147, Lng: -82.987750), Route carried "on" structure: County highway 2058, Year Built: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 29,860 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 40,221 (year 2032), Design Load: HS 20, Features Intersected: STERLING RELIEF DRAIN, Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.349, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 79, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021